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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

100 ppm
50 ppm
150 ppm
200 ppm

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Manning
Kutter
Bazin
Chezy

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

SO₂
O₂
CO₂
CO₂

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Waste Water Engineering
The minimum recommended diameter of sewers, is

5 cm
15 cm
20 cm
10 cm

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1065 mm
1095 mm
1045 mm
1075 mm

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Waste Water Engineering
For detecting the nitrates in sewage, the colour may be developed by adding

Sulphuric acid and napthamine
None of these
Phenol-di -sulphuric acid and potassium hydroxide
Potassium permanganate

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